Loading...
HomeMy WebLinkAboutI44427617.109_Bear_Creek16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 19,2021 Liu, Xuegang Pages or sheets covered by this seal: I44427617 thru I44427655 My license renewal date for the state of Indiana is July 31, 2022. 109_Bear_Creek 109 Bear Creek IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE01 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427617 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-HXoz9VNmV7Fm1jxV2Ap0zEB8IgLhtvjGrmn0VWzts1B Scale = 1:49.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 1-1-07-8-111-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.06 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 275 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 33=153(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 27, 28, 29, 31, 32, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-11-0, Corner(3E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 27, 28, 29, 31, 32, 23, 22, 21, 20, 19. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE02 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427618 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-DwwkaAO00kVUH15uAbrU2fHRWU?dLq5ZI4G7aPzts19 Scale = 1:78.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x4 3x4 4x6 4x6 4x6 3x4 3x4 3x6 3x6 34-3-034-3-0 -1-0-0 1-0-0 17-1-8 17-1-8 34-3-0 17-1-8 35-3-0 1-0-0 1-1-012-6-01-1-08.00 12 Plate Offsets (X,Y)-- [5:0-1-8,0-0-0], [6:0-2-12,0-2-4], [6:0-0-0,0-1-12], [26:0-2-12,0-2-4], [26:0-0-0,0-1-12], [27:0-1-8,0-0-0], [45:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 31 31 32 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 703 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 16-46,15-47,14-49,17-44,18-43: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 16-46, 15-47, 14-49, 13-50, 12-51, 17-44, 18-43, 19-42, 20-41 REACTIONS.All bearings 34-3-0. (lb) - Max Horz 60=239(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 32, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 60=-166(LC 6), 59=-185(LC 10), 33=-155(LC 11) Max Grav All reactions 250 lb or less at joint(s) 32, 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33 except 60=262(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-152/253, 15-16=-152/254, 16-17=-152/254, 17-18=-152/253 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 14-1-8, Corner(3R) 14-1-8 to 20-1-8, Exterior(2N) 20-1-8 to 32-3-0, Corner(3E) 32-3-0 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 60=166, 59=185, 33=155. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427619 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-24H?qETncaGd?yY2WsyuIwXOnu?6lUiSh0jRn2zts13 Scale = 1:87.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 1233 32 31 30 29 28 27 2625 24 23 22 21 20 19 18 17 16 15 14 13 73 74 75 76 3x6 6x8 4x8 3x4 3x6 3x4 3x6 3x4 3x4 4x8 5x10 MT18HS 4x8 3x6 3x4 3x6 3x4 6x8 3x4 5x6 5x6 3x4 6-8-15 6-8-15 13-3-6 6-6-7 16-3-8 3-0-2 16-7-0 0-3-8 17-10-8 1-3-8 23-3-3 5-4-11 28-7-13 5-4-11 34-3-0 5-7-3 -1-0-0 1-0-0 6-8-15 6-8-15 13-3-6 6-6-7 16-3-8 3-0-2 17-10-8 1-7-0 23-3-3 5-4-11 28-7-13 5-4-11 34-3-0 5-7-3 35-3-0 1-0-0 1-1-09-11-412-0-01-1-02-0-1212-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-0,0-1-8], [7:0-4-0,0-1-9], [10:0-0-0,0-1-12], [10:0-4-0,0-2-4], [11:0-3-0,0-1-8], [20:0-3-0,0-3-0], [23:0-2-0,0-2-0], [40:0-2-0,0-0-8], [42:0-2-0,0-0-8], [44:0-2-0,0-0-8], [64:0-2-0,0-0-8], [66:0-2-0,0-0-8], [70:0-1-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.28 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 31-33 31-33 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 736 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-21: 2x4 SPF No.2, 2-33,11-13: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. 1 Row at midpt 6-23 WEBS 1 Row at midpt 4-26, 5-26, 5-23, 7-23, 7-21, 8-21 REACTIONS.All bearings 16-3-8 except (jt=length) 21=17-8-0, 17=17-8-0, 14=17-8-0, 13=17-8-0, 19=17-8-0, 18=17-8-0, 16=17-8-0, 15=17-8-0, 22=0-3-8. (lb) - Max Horz 33=-216(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 33, 26, 17, 14, 13, 15, 22 except 23=-124(LC 9), 21=-288(LC 11), 30=-345(LC 3) Max Grav All reactions 250 lb or less at joint(s) 24, 25, 27, 28, 29, 19, 18, 16, 22 except 33=388(LC 23), 31=593(LC 3), 26=285(LC 1), 23=366(LC 20), 23=269(LC 1), 21=411(LC 18), 17=292(LC 24), 14=359(LC 24), 13=347(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-323/72, 11-13=-292/58 BOT CHORD 31-33=-159/383 WEBS 4-31=-277/82, 21-23=-150/281 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-7, Exterior(2R) 9-0-7 to 22-1-7, Interior(1) 22-1-7 to 32-3-0, Exterior(2E) 32-3-0 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 26, 17, 14, 13, 15, 22 except (jt=lb) 23=124, 21=288, 30=345. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427619 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:14 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-24H?qETncaGd?yY2WsyuIwXOnu?6lUiSh0jRn2zts13 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE04 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427620 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-WGrN2aUPNuOUc67E4ZT7q83fWIObU_ybvgT?JVzts12 Scale = 1:61.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 37 38 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-5-021-5-0 -1-0-0 1-0-0 10-8-8 10-8-8 21-5-0 10-8-8 22-5-0 1-0-0 1-2-09-2-61-2-09.00 12 Plate Offsets (X,Y)-- [32:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 341 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 21-5-0. (lb) - Max Horz 36=-182(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22 except 36=-103(LC 6), 35=-124(LC 10), 21=-113(LC 11) Max Grav All reactions 250 lb or less at joint(s) 36, 20, 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 7-8-8, Corner(3R) 7-8-8 to 13-8-8, Exterior(2N) 13-8-8 to 19-5-0, Corner(3E) 19-5-0 to 22-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22 except (jt=lb) 36=103, 35=124, 21=113. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE05 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427621 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-_SPlFwV28BWLEGiQeH_MNLcqDil8DTbk8KCYsxzts11 Scale = 1:14.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 3x4 3x4 2x4 2x4 -1-0-0 1-0-0 4-6-8 4-6-8 0-9-02-3-34.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=4-6-8, 5=4-6-8, 6=4-6-8 Max Horz 7=62(LC 7) Max Uplift 7=-30(LC 6), 5=-4(LC 9), 6=-24(LC 10) Max Grav 7=187(LC 1), 5=6(LC 1), 6=219(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE06 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427622 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-Sfy7SFVgvVeCsQHcC_VbvZ9?A65AysFuN_y6ONzts10 Scale = 1:53.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 34 35 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-11-018-11-0 -1-0-8 1-0-8 9-5-8 9-5-8 18-11-0 9-5-8 19-11-0 1-0-0 1-2-08-3-21-2-09.00 12 Plate Offsets (X,Y)-- [30:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 279 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-11-0. (lb) - Max Horz 33=166(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 27, 28, 29, 31, 23, 22, 21, 20, 19 except 32=-106(LC 10) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-8 to 1-11-8, Exterior(2N) 1-11-8 to 6-5-8, Corner(3R) 6-5-8 to 12-5-8, Exterior(2N) 12-5-8 to 16-11-0, Corner(3E) 16-11-0 to 19-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 27, 28, 29, 31, 23, 22, 21, 20, 19 except (jt=lb) 32=106. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE07 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427623 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-O14utxXwR6uw5jR?JPY3__EEbvjmQgmBqHRCTGzts1_ Scale = 1:68.1 Sheet Front Left Option 5-8-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 13 12 11 10 40 41 14 5x6 3x6 3x4 3x6 3x8 3x6 3x4 3x6 3x4 6x6 4x6 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 5-8-8 5-8-8 6-6-12 0-10-4 6-11-0 0-4-4 12-11-0 6-0-0 19-3-4 6-4-4 25-10-0 6-6-12 -1-0-0 1-0-0 6-6-12 6-6-12 12-11-0 6-4-4 16-6-9 3-7-9 19-3-4 2-8-11 25-10-0 6-6-12 26-10-0 1-0-0 1-2-010-10-41-2-09.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [8:0-3-8,Edge], [10:Edge,0-3-8], [20:0-0-6,0-1-3], [25:0-1-10,0-0-0], [28:0-1-10,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.31 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 10-11 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 290 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS.All bearings 7-2-8 except (jt=length) 10=0-3-8, 14=0-3-8. (lb) - Max Horz 16=212(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 15, 10 Max Grav All reactions 250 lb or less at joint(s) 14 except 16=380(LC 23), 15=903(LC 1), 10=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-551/120, 5-6=-550/114, 6-8=-893/41, 2-16=-316/64, 8-10=-782/56 BOT CHORD 15-16=-173/360, 11-12=0/623 WEBS 6-12=-399/125, 4-12=0/345, 4-15=-805/60, 8-11=0/382 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-11-0, Exterior(2R) 9-11-0 to 15-11-0, Interior(1) 15-11-0 to 23-10-0, Exterior(2E) 23-10-0 to 26-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 15, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE08 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427624 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-sDeG5HYYCQ0njt0Bt63IXBmXtJ5g9HgK3xAm_izts0z Scale: 1/2"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-10-012-10-0 -1-0-0 1-0-0 6-5-0 6-5-0 12-10-0 6-5-0 13-10-0 1-0-0 0-9-02-10-110-9-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-0. (lb) - Max Horz 16=18(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 12 except 15=258(LC 23), 11=258(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-5-0, Corner(3R) 3-5-0 to 9-5-0, Exterior(2N) 9-5-0 to 10-10-0, Corner(3E) 10-10-0 to 13-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE09 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427625 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-pcm0WzZpj1GVyBAa_X5mccsj37iQd2edWFfs2bzts0x Scale = 1:81.2 Sheet Front Left Option 1-10-2 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 48 49 50 51 5x6 6x8 4x8 5x8 3x6 4x6 6x8 3x6 6x8 3x6 2x4 3x6 3x6 3x6 3x4 4x10 5x8 3x6 3x4 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-10-21-10-2 6-8-154-10-13 16-3-89-6-9 23-3-36-11-11 28-7-135-4-11 34-3-05-7-3 -1-0-0 1-0-0 6-8-15 6-8-15 6-10-3 0-1-4 13-3-6 6-5-3 16-3-8 3-0-2 16-9-0 0-5-8 17-10-8 1-1-8 23-3-3 5-4-11 28-7-13 5-4-11 34-3-0 5-7-3 1-1-09-11-412-0-01-1-02-0-1212-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-0-0,0-1-12], [3:0-3-12,0-2-4], [5:0-5-12,0-1-4], [7:0-5-12,0-2-0], [11:0-3-8,Edge], [12:Edge,0-3-8], [13:0-2-8,0-1-8], [16:0-4-0,0-1-8], [18:0-2-0,0-3-4], [20:0-2-8,0-1-8], [23:0-1-2,0-1-4], [24:0-0-3,0-1-0], [25:0-0-11,0-1-4], [26:0-1-13,0-0-8], [45:0-1-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.76 0.44 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.12 (loc) 18 19-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 276 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-22,11-12: 2x4 SPF-S Stud, 6-17,7-16: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 4-19, 5-18, 7-16, 8-16 REACTIONS. (size)22=0-3-8, 12=0-3-8 Max Horz 22=210(LC 9) Max Grav 22=1427(LC 1), 12=1356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1352/26, 2-4=-1812/0, 4-5=-1506/61, 5-6=-1180/83, 6-7=-1173/83, 7-8=-1288/95, 8-9=-1601/57, 9-11=-1795/17, 11-12=-1289/27 BOT CHORD 20-22=-153/467, 19-20=0/1415, 18-19=0/1156, 14-16=0/1259, 13-14=0/1415, 12-13=-41/294 WEBS 4-19=-366/117, 5-19=-9/377, 7-16=-851/34, 8-16=-492/126, 8-14=0/312, 2-20=0/1082, 11-13=0/1135, 16-18=0/1692, 7-18=0/1172 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-7, Exterior(2R) 9-0-7 to 22-1-7, Interior(1) 22-1-7 to 31-1-4, Exterior(2E) 31-1-4 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 5 = 16% 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE10 Truss Type GABLE Qty 2 Ply 1 109 Bear Creek Job Reference (optional) I44427626 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-HoKPjJaRULOMaLkmYFc?9qO0LX8iMeImlvPQb1zts0w Scale = 1:14.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 3x4 3x4 2x4 2x4 -1-0-0 1-0-0 4-8-0 4-8-0 0-9-02-3-114.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=4-8-0, 5=4-8-0, 6=4-8-0 Max Horz 7=63(LC 7) Max Uplift 7=-31(LC 6), 5=-7(LC 9), 6=-23(LC 10) Max Grav 7=191(LC 1), 5=4(LC 10), 6=229(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss GE11 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427627 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-HoKPjJaRULOMaLkmYFc?9qO1ZX8rMeamlvPQb1zts0w Scale = 1:25.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-814-0-8 -1-0-0 1-0-0 7-0-4 7-0-4 14-0-8 7-0-4 15-0-8 1-0-0 0-9-03-1-10-9-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-8. (lb) - Max Horz 20=21(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 4-0-4, Corner(3R) 4-0-4 to 10-0-4, Exterior(2N) 10-0-4 to 12-0-8, Corner(3E) 12-0-8 to 15-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss M01 Truss Type Monopitch Qty 7 Ply 1 109 Bear Creek Job Reference (optional) I44427628 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-l?tnwfb3FfWDBUJz6y7Eh1xAZwT355Dw_Z8z7Tzts0v Scale = 1:14.1 1 2 3 5 4 3x4 3x4 3x6 4-6-84-6-8 -1-0-0 1-0-0 4-6-8 4-6-8 0-9-02-3-34.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=62(LC 7) Max Uplift 4=-12(LC 10), 5=-36(LC 6) Max Grav 4=162(LC 1), 5=250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss M02 Truss Type Monopitch Qty 7 Ply 1 109 Bear Creek Job Reference (optional) I44427629 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-DBR98?ch0ye4peu9ggeTEFUKsKoOqYl3DDuXfwzts0u Scale = 1:14.3 1 2 4 3 3x6 2x4 2x4 4-8-04-8-0 4-8-0 4-8-0 0-9-02-3-110-3-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.17 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 3-4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=0-1-8 Max Horz 4=36(LC 10) Max Uplift 3=-20(LC 10) Max Grav 4=175(LC 1), 3=175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss M03 Truss Type Monopitch Qty 3 Ply 1 109 Bear Creek Job Reference (optional) I44427630 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-DBR98?ch0ye4peu9ggeTEFUKvKoTqYn3DDuXfwzts0u Scale = 1:14.3 1 2 3 5 4 2x4 3x6 2x4 4-8-04-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 0-9-02-3-110-3-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.16 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=49(LC 6) Max Uplift 5=-29(LC 6), 4=-19(LC 10) Max Grav 5=253(LC 1), 4=166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss PB01 Truss Type GABLE Qty 10 Ply 1 109 Bear Creek Job Reference (optional) I44427631 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-hN?XLKcJnGmxRoTLDNAinS0ZSk9qZ?iDRtd4BMzts0t Scale = 1:10.4 2 3 4 1 5 3x4 3x4 3x4 4-7-24-7-2 2-3-9 2-3-9 4-7-2 2-3-9 1-6-60-1-40-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-7-2. (lb) - Max Horz 1=24(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss PBE01 Truss Type GABLE Qty 2 Ply 1 109 Bear Creek Job Reference (optional) I44427632 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-hN?XLKcJnGmxRoTLDNAinS0ZSk9qZ?iDRtd4BMzts0t Scale = 1:10.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 1 5 3x4 3x4 3x4 4-7-24-7-2 2-3-9 2-3-9 4-7-2 2-3-9 1-6-60-1-40-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-7-2. (lb) - Max Horz 1=-24(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T01 Truss Type COMMON Qty 4 Ply 1 109 Bear Creek Job Reference (optional) I44427633 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-9aZvZgdxYaun2y2Xn5hxJgZWO8L6IKcMgXNdkozts0s Scale = 1:47.4 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x6 3x8 3x4 3x4 12x18 MT18HS 12x18 MT18HS 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-1-07-8-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-3], [2:Edge,0-3-4], [6:0-1-12,0-1-3], [8:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.92 0.67 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.27 0.02 (loc) 9-11 8-9 8 l/defl >999 >859 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 80 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=153(LC 9) Max Uplift 11=-7(LC 10), 8=-7(LC 11) Max Grav 11=854(LC 1), 8=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-472/5, 3-4=-747/64, 4-5=-747/64, 5-6=-472/5, 2-11=-409/42, 6-8=-409/42 BOT CHORD 9-11=-32/708, 8-9=0/696 WEBS 4-9=0/480, 3-11=-537/61, 5-8=-537/61 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T02 Truss Type COMMON Qty 5 Ply 1 109 Bear Creek Job Reference (optional) I44427634 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-dm7Hm0eZJt0eg6dkLoCAst6kFYiI1qaVvB6BGEzts0r Scale = 1:81.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 8x14 MT18HS 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x6 5x8 3x6 5x8 3x6 8-8-08-8-0 17-1-88-5-8 25-7-08-5-8 34-3-08-8-0 -1-0-0 1-0-0 8-8-0 8-8-0 17-1-8 8-5-8 25-7-0 8-5-8 34-3-0 8-8-0 35-3-0 1-0-0 1-1-012-6-01-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-11-4,0-2-8], [8:0-2-12,0-2-0], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.72 0.60 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.23 0.05 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 152 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,4-13: 2x4 SPF No.2, 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=240(LC 9) Max Uplift 16=-5(LC 10), 10=-5(LC 11) Max Grav 16=1425(LC 1), 10=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1788/28, 4-5=-1310/112, 5-6=-1310/112, 6-8=-1788/28, 2-16=-1336/59, 8-10=-1336/59 BOT CHORD 15-16=-187/664, 13-15=-29/1369, 11-13=0/1369, 10-11=-68/511 WEBS 5-13=0/803, 6-13=-541/149, 6-11=0/265, 4-13=-541/149, 4-15=0/265, 2-15=0/864, 8-11=0/864 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-1-8, Exterior(2R) 14-1-8 to 20-1-8, Interior(1) 20-1-8 to 32-3-0, Exterior(2E) 32-3-0 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T03 Truss Type COMMON Qty 2 Ply 1 109 Bear Creek Job Reference (optional) I44427635 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-6yhg_MfC4B8VIGCwvVjPO5evzx2XmHpf7rskohzts0q Scale = 1:80.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x6 8x14 MT18HS 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x6 5x12 3x6 5x12 3x6 8-8-08-8-0 17-1-88-5-8 25-7-08-5-8 34-3-08-8-0 -1-0-0 1-0-0 8-8-0 8-8-0 17-1-8 8-5-8 25-7-0 8-5-8 34-3-0 8-8-0 1-1-012-6-01-1-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [5:0-11-4,0-2-8], [8:0-5-8,0-1-8], [9:Edge,0-1-8], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.72 0.60 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.23 0.05 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,6-12,4-12: 2x4 SPF No.2, 2-15,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 REACTIONS. (size)15=0-3-8, 9=Mechanical Max Horz 15=235(LC 7) Max Uplift 15=-5(LC 10) Max Grav 15=1427(LC 1), 9=1350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1790/28, 4-5=-1312/112, 5-6=-1312/112, 6-8=-1794/29, 2-15=-1337/59, 8-9=-1261/41 BOT CHORD 14-15=-196/657, 12-14=-39/1371, 10-12=0/1375, 9-10=-85/554 WEBS 5-12=0/803, 6-12=-545/149, 6-10=0/266, 4-12=-541/149, 4-14=0/265, 2-14=0/865, 8-10=0/825 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-1-8, Exterior(2R) 14-1-8 to 20-1-8, Interior(1) 20-1-8 to 31-0-4, Exterior(2E) 31-0-4 to 34-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T04 Truss Type Piggyback Base Qty 6 Ply 1 109 Bear Creek Job Reference (optional) I44427636 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-a9F2BigqrVHMvPn6SDEexIB6sLS?VahoMVbIK7zts0p Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 11 122322212019 18 17 16 15 14 13 24 25 26 27 3x6 5x10 MT18HS 6x8 3x6 4x6 3x6 2x4 2x4 3x6 3x6 3x4 3x4 5x8 4x8 3x6 3x4 3x6 3x4 6x8 3x4 5x8 6-8-15 6-8-15 13-3-6 6-6-7 16-3-8 3-0-2 16-5-4 0-1-12 17-10-8 1-5-4 23-3-3 5-4-11 28-7-13 5-4-11 34-3-0 5-7-3 -1-0-0 1-0-0 6-8-15 6-8-15 13-3-6 6-6-7 16-3-8 3-0-2 17-10-8 1-7-0 23-3-3 5-4-11 28-7-13 5-4-11 34-3-0 5-7-3 35-3-0 1-0-0 1-1-09-11-412-0-01-1-02-0-1212-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-7-8,0-1-12], [7:0-4-0,0-1-9], [11:0-3-8,Edge], [19:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.58 0.33 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 -0.02 (loc) 20-21 20-21 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-17: 2x4 SPF No.2, 2-23,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 6-18, 4-20, 5-19, 7-19, 8-17 REACTIONS. (size)23=0-3-8, 18=0-3-8, 13=0-3-8 Max Horz 23=-216(LC 6) Max Uplift 23=-40(LC 10), 13=-88(LC 11) Max Grav 23=699(LC 1), 18=1396(LC 1), 13=771(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-720/82, 4-5=-307/175, 8-9=-546/182, 9-11=-833/130, 2-23=-633/77, 11-13=-711/118 BOT CHORD 21-23=-157/408, 20-21=-31/564, 15-17=0/381, 14-15=-33/617 WEBS 18-19=-1401/0, 4-21=0/254, 4-20=-470/109, 5-20=-1/429, 5-19=-639/34, 17-19=0/297, 7-19=-548/149, 7-17=-174/370, 8-17=-551/118, 8-15=0/378, 9-15=-318/77, 2-21=-14/264, 11-14=-1/423 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-7, Exterior(2R) 9-0-7 to 22-1-7, Interior(1) 22-1-7 to 32-3-0, Exterior(2E) 32-3-0 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T05 Truss Type Piggyback Base Qty 4 Ply 1 109 Bear Creek Job Reference (optional) I44427637 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-WXMocOh4N6X49jwVaeH60jGSM98TzUA5qp4OP0zts0n Scale = 1:83.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 3x6 5x10 MT18HS 6x8 3x6 4x6 3x6 2x4 2x4 3x6 3x6 3x4 3x4 5x8 4x8 3x6 3x4 3x6 3x4 6x8 3x4 6x6 6-8-15 6-8-15 13-3-6 6-6-7 16-3-8 3-0-2 16-5-4 0-1-12 17-10-8 1-5-4 23-3-3 5-4-11 28-7-13 5-4-11 34-3-0 5-7-3 -1-0-0 1-0-0 6-8-15 6-8-15 13-3-6 6-6-7 16-3-8 3-0-2 17-10-8 1-7-0 23-3-3 5-4-11 28-7-13 5-4-11 34-3-0 5-7-3 1-1-09-11-412-0-01-1-02-0-1212-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-7-8,0-1-12], [7:0-4-0,0-1-9], [18:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.58 0.33 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 -0.02 (loc) 19-20 19-20 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,7-16: 2x4 SPF No.2, 2-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 6-17, 4-19, 5-18, 7-18, 8-16 REACTIONS. (size)22=0-3-8, 17=0-3-8, 12=Mechanical Max Horz 22=210(LC 9) Max Uplift 22=-37(LC 10), 12=-67(LC 11) Max Grav 22=701(LC 1), 17=1396(LC 1), 12=701(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-722/74, 4-5=-307/167, 8-9=-550/171, 9-11=-842/120, 2-22=-634/74, 11-12=-641/97 BOT CHORD 20-22=-162/402, 19-20=-35/561, 14-16=0/384, 13-14=-43/625 WEBS 17-18=-1401/0, 4-20=0/254, 4-19=-469/109, 5-19=-1/429, 5-18=-639/36, 16-18=0/293, 7-18=-546/143, 7-16=-161/367, 8-16=-554/118, 8-14=0/379, 9-14=-323/78, 2-20=-12/264, 11-13=0/393 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-7, Exterior(2R) 9-0-7 to 22-1-7, Interior(1) 22-1-7 to 31-1-4, Exterior(2E) 31-1-4 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T06 Truss Type Common Qty 2 Ply 1 109 Bear Creek Job Reference (optional) I44427638 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-WXMocOh4N6X49jwVaeH60jGTr92uzZl5qp4OP0zts0n Scale = 1:55.9 1 2 3 4 5 9 8 7 6 10 11 12x18 MT18HS 4x6 12x18 MT18HS 3x8 3x8 3x4 3x4 10-8-810-8-8 21-5-010-8-8 5-5-8 5-5-8 10-8-8 5-3-0 15-11-8 5-3-0 21-5-0 5-5-8 1-2-09-2-61-2-09.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-5], [1:Edge,0-2-8], [5:0-1-12,0-1-5], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.75 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.35 0.02 (loc) 7-9 7-9 6 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 86 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-167(LC 6) Max Grav 9=845(LC 1), 6=845(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-535/18, 2-3=-770/80, 3-4=-770/80, 4-5=-535/18, 1-9=-411/37, 5-6=-411/37 BOT CHORD 7-9=-44/707, 6-7=0/690 WEBS 3-7=0/528, 2-9=-482/68, 4-6=-482/68 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-8-8, Exterior(2R) 7-8-8 to 13-8-8, Interior(1) 13-8-8 to 18-3-4, Exterior(2E) 18-3-4 to 21-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T07 Truss Type Monopitch Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427639 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-_kwApkii8QfxntVh8LoLZxpbyZMki33F2TqyxSzts0m Scale = 1:51.4 1 2 3 5 4 3x4 4x6 5x6 3x4 8x14 MT18HS 10-9-010-9-0 5-4-8 5-4-8 10-9-0 5-4-8 1-2-09-2-129.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [4:Edge,0-1-12], [5:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.72 0.78 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.59 0.00 (loc) 4-5 4-5 4 l/defl >422 >213 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 47 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=240(LC 7) Max Uplift 4=-72(LC 10) Max Grav 4=454(LC 17), 5=420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-627/94, 1-5=-409/94 BOT CHORD 4-5=-104/279 WEBS 2-4=-324/148, 2-5=-28/484 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-7-12, Exterior(2E) 7-7-12 to 10-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T08 Truss Type Common Qty 2 Ply 1 109 Bear Creek Job Reference (optional) I44427640 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-_kwApkii8QfxntVh8LoLZxpgVZT9i8IF2TqyxSzts0m Scale: 1/2"=1' 1 2 3 4 5 8 7 6 9 10 11 12 4x8 5x8 5x8 2x4 6-5-06-5-0 12-10-06-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 12-10-0 6-5-0 13-10-0 1-0-0 0-9-02-10-110-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-0-9,0-1-12], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.43 0.37 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SP 2400F 2.0E *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-18(LC 11) Max Uplift 8=-39(LC 6), 6=-39(LC 7) Max Grav 8=570(LC 1), 6=570(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/205, 3-4=-759/205, 2-8=-490/215, 4-6=-490/215 BOT CHORD 7-8=-102/659, 6-7=-102/659 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-5-0, Exterior(2R) 3-5-0 to 9-5-0, Interior(1) 9-5-0 to 10-10-0, Exterior(2E) 10-10-0 to 13-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T09 Truss Type Common Qty 6 Ply 1 109 Bear Creek Job Reference (optional) I44427641 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-SwUZ13jKvjnoO14uh3Ja58MmZyljRY6OH7ZVTuzts0l Scale = 1:79.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 8x14 MT18HS 3x6 12x18 MT18HS 3x6 3x8 3x6 3x6 3x6 3x6 12x18 MT18HS3x6 8-8-08-8-0 17-1-88-5-8 25-7-08-5-8 34-3-08-8-0 8-8-0 8-8-0 17-1-8 8-5-8 25-7-0 8-5-8 34-3-0 8-8-0 1-1-012-6-01-1-08.00 12 Plate Offsets (X,Y)-- [4:0-11-4,0-2-8], [8:Edge,0-10-2], [8:0-1-12,0-0-0], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8], [14:0-1-12,0-0-0], [14:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.73 0.60 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.23 0.05 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,3-11: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-11 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=225(LC 7) Max Grav 14=1358(LC 1), 8=1358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1819/28, 3-4=-1326/112, 4-5=-1326/112, 5-7=-1819/28, 1-14=-1268/41, 7-8=-1268/41 BOT CHORD 13-14=-202/727, 11-13=-39/1395, 9-11=0/1395, 8-9=-90/589 WEBS 4-11=0/814, 5-11=-556/150, 5-9=0/276, 3-11=-556/150, 3-13=0/276, 1-13=0/810, 7-9=0/810 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-1-8, Exterior(2R) 14-1-8 to 20-1-8, Interior(1) 20-1-8 to 31-1-4, Exterior(2E) 31-1-4 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 16%, joint 1 = 16%, joint 7 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss T10 Truss Type Common Qty 2 Ply 1 109 Bear Creek Job Reference (optional) I44427642 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-w62xEPjyf1vf0Bf4FmqpeMu?1M8sA2gXWnJ30Lzts0k Scale = 1:25.7 1 2 3 4 5 8 7 6 9 10 11 12 4x8 5x8 5x8 2x4 7-0-47-0-4 14-0-87-0-4 -1-0-0 1-0-0 7-0-4 7-0-4 14-0-8 7-0-4 15-0-8 1-0-0 0-9-03-1-10-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-0-9,0-1-12], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.42 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SP 2400F 2.0E *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=21(LC 14) Max Uplift 8=-40(LC 6), 6=-40(LC 7) Max Grav 8=619(LC 1), 6=619(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-856/197, 3-4=-856/197, 2-8=-535/209, 4-6=-535/209 BOT CHORD 7-8=-93/746, 6-7=-93/746 WEBS 3-7=0/259 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-0-4, Exterior(2R) 4-0-4 to 10-0-4, Interior(1) 10-0-4 to 12-0-8, Exterior(2E) 12-0-8 to 15-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss TG01 Truss Type Common Girder Qty 1 Ply 2 109 Bear Creek Job Reference (optional) I44427643 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-tVAhf5lDBe9NFUpSNBsHjn_N6AlCeqyqz5o94Dzts0i Scale = 1:65.8 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819202122232425 3x6 4x6 3x6 5x10 MT18HS 4x6 5x8 4x10 8x8 4x10 8x8 4x10 4x6 4x10 6-7-46-7-4 11-10-125-3-8 19-2-127-4-0 25-10-06-7-4 6-7-4 6-7-4 12-11-0 6-3-12 19-2-12 6-3-12 25-10-0 6-7-4 1-2-010-10-41-2-09.00 12 Plate Offsets (X,Y)-- [9:0-3-8,0-4-12], [12:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.75 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.02 (loc) 9-10 9-10 8 l/defl >999 >737 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 311 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-10,1-12,7-9: 2x4 SPF-S Stud, 1-13,7-8: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-10 REACTIONS. (size)13=0-3-8, 10=0-3-8 (req. 0-4-5), 8=0-3-8 Max Horz 13=195(LC 5) Max Uplift 8=-103(LC 9) Max Grav 13=3511(LC 21), 10=10411(LC 1), 8=2859(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2111/0, 3-4=0/922, 4-5=0/770, 5-7=-2561/0, 1-13=-1236/0, 7-8=-1805/0 BOT CHORD 12-13=0/2531, 10-12=0/1604, 9-10=0/1958, 8-9=-350/1032 WEBS 4-10=-1267/0, 5-10=-3148/0, 5-9=0/3422, 3-10=-3306/0, 3-12=0/3721, 1-12=-966/0, 7-9=0/945 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=103. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1330 lb down at 1-3-12, 1330 lb down at 3-3-12, 1338 lb down at 5-3-12, 1338 lb down at 7-3-12, 1338 lb down at 9-3-12, 1338 lb down at 11-3-12, 1338 lb down at 13-3-12, 1338 lb down at 15-3-12, 681 lb down and 87 lb up at 18-11-4, 681 lb down and 87 lb up at 20-11-4, and 681 lb down and 87 lb up at 22-11-4, and 683 lb down and 85 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss TG01 Truss Type Common Girder Qty 1 Ply 2 109 Bear Creek Job Reference (optional) I44427643 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-tVAhf5lDBe9NFUpSNBsHjn_N6AlCeqyqz5o94Dzts0i 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 9=-681(F) 14=-1330(F) 15=-1330(F) 16=-1338(F) 17=-1338(F) 18=-1338(F) 19=-1338(F) 20=-1338(F) 21=-1338(F) 22=-1336 23=-681(F) 24=-681(F) 25=-683(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss TG02 Truss Type Common Girder Qty 1 Ply 2 109 Bear Creek Job Reference (optional) I44427644 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-Lhk3tRmryyHEteOfwuNWG_WOTZ5NNJh_ClXjcfzts0h Scale = 1:21.0 1 2 3 4 5 8 7 69101112 13 5x6 8x8 3x8 3x12 3x8 3x8 8x8 8x8 3-2-133-2-13 6-5-03-2-3 9-7-33-2-3 12-10-03-2-13 3-2-13 3-2-13 6-5-0 3-2-3 9-7-3 3-2-3 12-10-0 3-2-13 0-9-02-10-110-9-04.00 12 Plate Offsets (X,Y)-- [1:0-0-5,0-0-2], [1:0-7-9,0-0-3], [1:Edge,0-4-8], [5:Edge,0-4-8], [5:0-11-9,0-0-3], [5:0-0-5,0-0-2], [7:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.99 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.03 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=30(LC 29) Max Grav 1=4264(LC 1), 5=4771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8253/0, 2-3=-6637/0, 3-4=-6637/0, 4-5=-8353/0 BOT CHORD 1-8=0/7444, 7-8=0/7444, 6-7=0/7537, 5-6=0/7537 WEBS 3-7=0/3900, 4-7=-1415/0, 4-6=0/1871, 2-7=-1314/0, 2-8=0/1791 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1338 lb down at 1-10-4, 1338 lb down at 3-10-4, 1338 lb down at 5-10-4, 1338 lb down at 7-10-4, and 1338 lb down at 9-10-4, and 1340 lb down at 11-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss TG02 Truss Type Common Girder Qty 1 Ply 2 109 Bear Creek Job Reference (optional) I44427644 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:38 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-Lhk3tRmryyHEteOfwuNWG_WOTZ5NNJh_ClXjcfzts0h LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 6=-1338(F) 9=-1338(F) 10=-1338(F) 11=-1338(F) 12=-1338(F) 13=-1340(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V01 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427645 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-Lhk3tRmryyHEteOfwuNWG_WbWZEiNO5_ClXjcfzts0h Scale = 1:54.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-7-422-7-4 11-3-10 11-3-10 22-7-4 11-3-10 0-0-48-5-120-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.15 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 22-7-4. (lb) - Max Horz 1=-146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=251(LC 20), 11=338(LC 17), 13=309(LC 17), 9=337(LC 18), 8=310(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-257/133, 5-9=-257/133 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-3-10, Interior(1) 3-3-10 to 8-3-10, Exterior(2R) 8-3-10 to 14-3-10, Interior(1) 14-3-10 to 19-2-0, Exterior(2E) 19-2-0 to 22-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 13, 9, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V02 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427646 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-ptHS4nnTjGP4VozrUcvloC3jBzXk6rK7RPHG96zts0g Scale: 1/4"=1' 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 19-0-1019-0-10 9-6-5 9-6-5 19-0-10 9-6-5 0-0-47-1-120-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.29 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-10. (lb) - Max Horz 1=123(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 9=-110(LC 10), 6=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=455(LC 17), 6=455(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-340/161, 4-6=-339/161 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-6-5, Exterior(2R) 6-6-5 to 12-6-5, Interior(1) 12-6-5 to 15-8-0, Exterior(2E) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 9 and 110 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V03 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427647 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-H4rqH7n5UZXx6yY12JQ_LPbu?Nw7rI?Gf30phYzts0f Scale = 1:36.4 1 2 3 4 5 8 7 6 9 10 3x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 15-5-1515-5-15 7-8-15 7-8-15 15-5-15 7-8-15 0-0-45-9-120-0-49.00 12 Plate Offsets (X,Y)-- [3:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-5-15. (lb) - Max Horz 1=-99(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=256(LC 1), 8=339(LC 17), 6=339(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-1 to 3-5-1, Interior(1) 3-5-1 to 4-8-15, Exterior(2R) 4-8-15 to 10-8-15, Interior(1) 10-8-15 to 12-0-14, Exterior(2E) 12-0-14 to 15-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V04 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427648 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-lGPCVTojFtfok67Ec1xDud83QnGEam7QuimND_zts0e Scale = 1:27.3 1 2 3 4 5 8 7 6 9 10 3x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 11-11-411-11-4 5-11-10 5-11-10 11-11-4 5-11-10 0-0-44-5-120-0-49.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-4. (lb) - Max Horz 1=75(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=272(LC 1), 8=278(LC 23), 6=278(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 8-6-3, Exterior(2E) 8-6-3 to 11-6-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V05 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427649 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-DSzaippL0BnfMFhQ9kSSQqhB0BaIJExZ7MVwmRzts0d Scale = 1:21.2 1 2 3 4 5 6 3x4 3x4 3x4 2x4 8-4-108-4-10 4-2-5 4-2-5 8-4-10 4-2-5 0-0-43-1-120-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.24 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-4-10, 3=8-4-10, 4=8-4-10 Max Horz 1=52(LC 7) Max Uplift 1=-14(LC 10), 3=-21(LC 11) Max Grav 1=171(LC 1), 3=171(LC 1), 4=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 5-0-14, Exterior(2E) 5-0-14 to 8-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V06 Truss Type Valley Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427650 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-DSzaippL0BnfMFhQ9kSSQqhGsBcwJEOZ7MVwmRzts0d Scale = 1:11.8 1 2 3 4 3x4 3x4 3x4 2x4 4-9-104-9-10 4-9-150-0-5 2-4-15 2-4-15 4-9-15 2-4-15 0-0-41-9-120-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-4, 3=4-9-4, 4=4-9-4 Max Horz 1=-28(LC 6) Max Uplift 1=-8(LC 10), 3=-11(LC 11) Max Grav 1=93(LC 1), 3=93(LC 1), 4=151(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V07 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427651 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-hfXyw8q_nUvWzPGcjSzhz2DOcaw92hwjL0FUItzts0c Scale = 1:9.4 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 0-0-41-4-04.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=33(LC 7) Max Uplift 1=-4(LC 6), 3=-9(LC 10) Max Grav 1=128(LC 1), 3=128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V08 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427652 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-hfXyw8q_nUvWzPGcjSzhz2DFoarO2hwjL0FUItzts0c Scale = 1:21.8 1 2 33x4 3x4 3x4 5-8-0 5-8-0 0-0-43-9-58.00 12 Plate Offsets (X,Y)-- [2:0-2-11,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.95 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-0, 3=5-8-0 Max Horz 1=95(LC 7) Max Uplift 3=-27(LC 10) Max Grav 1=208(LC 1), 3=217(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V09 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427653 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-9r5L7UqcYo1NbZrpH9UwVFma3_Htn89sag_1qJzts0b Scale = 1:14.3 1 2 3 3x4 3x4 3x4 3-5-0 3-5-0 0-0-42-3-58.00 12 Plate Offsets (X,Y)-- [2:0-2-11,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-0, 3=3-5-0 Max Horz 1=54(LC 7) Max Uplift 3=-15(LC 10) Max Grav 1=118(LC 1), 3=123(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V10 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427654 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-9r5L7UqcYo1NbZrpH9UwVFmVf_Gvn8Esag_1qJzts0b Scale = 1:20.1 1 2 3 4 5 6 3x4 3x8 3x4 2x4 12-3-1212-3-12 6-1-14 6-1-14 12-3-12 6-1-14 0-0-42-0-100-0-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.23 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=12-3-12, 3=12-3-12, 4=12-3-12 Max Horz 1=22(LC 10) Max Uplift 1=-14(LC 6), 3=-16(LC 11) Max Grav 1=184(LC 23), 3=184(LC 24), 4=479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-312/178 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Exterior(2R) 3-11-5 to 8-4-7, Exterior(2E) 8-4-7 to 11-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 19,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 109_BEAR_CREEK Truss V11 Truss Type GABLE Qty 1 Ply 1 109 Bear Creek Job Reference (optional) I44427655 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jan 19 07:57:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Hx2GT1LmEzReln?iWRHEPbz8MUl-e1fjLqrEJ6AEDjQ?rt?92TJkzOYhWbP0pKkaMlzts0a Scale = 1:15.3 1 2 3 4 5 3x4 3x4 3x4 8-3-128-3-12 4-1-14 4-1-14 8-3-12 4-1-14 0-0-41-4-100-0-44.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-3-12, 3=8-3-12 Max Horz 1=-14(LC 15) Max Uplift 1=-5(LC 6), 3=-5(LC 7) Max Grav 1=257(LC 1), 3=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-316/214, 2-3=-316/214 BOT CHORD 1-3=-166/274 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). the panel is less than 6' 1 2 3 4 5 3x4 4.00 12 5-2-15 January 19,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths